| 2828315 | 91515 | None | code01 | KSRB 1.12 Volume I Page 36 Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and upto depth not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenances required to complete the work | Cum | 104.5 | 104.5 | 1246.1 | False | None | None | False | None | False | 130217.45 | 0 |
| 2828316 | 91515 | None | code02 | KSRB 1.14.1 Volume I Page 29 Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenaces required to complete the work | Cum | 112.2 | 112.2 | 2510.9 | False | None | None | False | None | False | 281722.98 | 0 |
| 2828317 | 91515 | None | code03 | KSRB 1.4.1 Volume I Page 29 Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. | Cum | 266.2 | 266.2 | 513.69 | False | None | None | False | None | False | 136744.278 | 0 |
| 2828318 | 91515 | None | code04 | KSRB 1.9 Volume I Page 34 Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m. | Cum | 292.6 | 292.6 | 1231.8 | False | None | None | False | None | False | 360424.68 | 0 |
| 2828319 | 91515 | None | code05 | KSRB 2.1.2 Volume I Page 58 Providing and laying in position plain cement concrete Mix 1 4 8 M5 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6230.4 | 6230.4 | 749.49 | False | None | None | False | None | False | 4669622.496 | 0 |
| 2828320 | 91515 | None | code06 | KSRB 2.1.4 Volume I Page 59 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 20 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6838.7 | 6838.7 | 18.12 | False | None | None | False | None | False | 123917.244 | 0 |
| 2828321 | 91515 | None | code07 | KSRB 2.1.4 Volume I Page 59 Providing and laying in position plain cement concrete Mix 1 3 6 M10 Using 20 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications | Cum | 6907.09 | 6907.09 | 2.46 | False | None | None | False | None | False | 16991.4414 | 0 |
| 2828322 | 91515 | None | code08 | KSRB 2.3.2 Volume I Page 69 Providing and laying in Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Basement and surface level works return walls retaining walls sunken floors etc. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications | Cum | 7698.24 | 7698.24 | 801.78 | False | None | None | False | None | False | 6172294.8672 | 0 |
| 2828323 | 91515 | None | code09 | KSRB 2.3.2 Volume I Page 69 Providing and laying in Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Basement and surface level works return walls retaining walls sunken floors etc. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 8553.6 | 8553.6 | 799.17 | False | None | None | False | None | False | 6835780.512 | 0 |
| 2828324 | 91515 | None | code10 | KSRB 2.3.2 Volume I Page 69 Providing and laying in Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Basement and surface level works return walls retaining walls sunken floors etc. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 7840.8 | 7840.8 | 40.89 | False | None | None | False | None | False | 320610.312 | 0 |
| 2828325 | 91515 | None | code11 | KSRB 2.4.1 Part I Page 91 Providing and laying in position Reinforced cement concrete Mix 1 2 4 M15 Using 20 mm nominal size graded crushed coarse aggregates for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and lifts cost of all materials of quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork to be paid separately | Cum | 7044.4 | 7044.4 | 4.05 | False | None | None | False | None | False | 28529.82 | 0 |
| 2828326 | 91515 | None | code12 | KSRB 2.5.2 Volume I Page 79 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 8280.03 | 8280.03 | 161.49 | False | None | None | False | None | False | 1337142.0447 | 0 |
| 2828327 | 91515 | None | code13 | KSRB 2.5.2 Volume I Page 79 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 8362.83 | 8362.83 | 4.32 | False | None | None | False | None | False | 36127.4256 | 0 |
| 2828328 | 91515 | None | code14 | KSRB 2.5.2 Volume I Page 79 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 9032.76 | 9032.76 | 1001.8 | False | None | None | False | None | False | 9049018.968 | 0 |
| 2828329 | 91515 | None | code15 | KSRB 2.5.2 Volume I Page 79 Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building Road works Water works Irrigation works and super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators. The cost includes all lead and lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all other appurtenances required to complete the work as per technical specifications. | Cum | 9123.09 | 9123.09 | 64.68 | False | None | None | False | None | False | 590081.4612 | 0 |
| 2828330 | 91515 | None | code16 | K.S.R.B. 11.32 Page 84 Providing Thermo Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for R.C.C. work including straightening cutting bending placing in position binding and anchoring to adjacent members where ever necessary complete as per Design including cost of material labour usage charges complete as per specifications. The laps and wastages shall not be measured separately | Kg | 96.8 | 96.8 | 423362.0 | False | None | None | False | None | False | 40981441.6 | 0 |
| 2828331 | 91515 | None | code17 | KSRB 8.9 Volume II Page 42 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1 5 1 cement 5 coarse sand and a top layer 6 mm thick cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer in charge. For external wall plaster | Sqm | 423.5 | 423.5 | 8061.9 | False | None | None | False | None | False | 3414214.65 | 0 |
| 2828332 | 91515 | None | code18 | KSRB 8.31 Volume II Page 46 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltr 10 sqm over and including priming coat of exterior primer applied at 2.20 kg 10 sqm with paint of approved quality to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge | Sqm | 195.8 | 195.8 | 62.76 | False | None | None | False | None | False | 12288.408 | 0 |
| 2828333 | 91515 | None | code19 | KSRB 8.41 Volume II Page 48 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge. | Sqm | 183.7 | 183.7 | 443.52 | False | None | None | False | None | False | 81474.624 | 0 |
| 2828334 | 91515 | None | code20 | KSRB 5.4 Vol II Page 09 Providing Size Stone masonry with hard stone in foundation and plinth with Cement mortar 1 6 1 cement 6 coarse sand | Cum | 7027.9 | 7027.9 | 703.62 | False | None | None | False | None | False | 4944970.998 | 0 |
| 2828335 | 91515 | None | code21 | KSRB 6.32 Vol II Page 17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg cum and minimum compressive strength of 4.00 N sqmm conforming to IS 2185 Part I 2005 and constructed with CM 1 4 as per IS 2572 2005 including cost of all materials labour scaffolding and curing usage charges of machinery etc complete as per specifications. | Sqm | 1441.0 | 1441.0 | 2473.2 | False | None | None | False | None | False | 3563881.2 | 0 |
| 2828336 | 91515 | None | code22 | KSRB 6.32 Vol II Page 17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg cum and minimum compressive strength of 4.00 N sqmm conforming to IS 2185 Part I 2005 and constructed with CM 1 4 as per IS 2572 2005 including cost of all materials labour scaffolding and curing usage charges of machinery etc complete as per specifications. | Sqm | 1455.41 | 1455.41 | 122.64 | False | None | None | False | None | False | 178491.4824 | 0 |
| 2828337 | 91515 | None | code23 | KSRB 6.34 Part II Page 17 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg cum and minimum compressive strength of 4.00 N sqmm conforming to IS 2185 Part I 2005 and constructed with CM 1 4 as per IS 2572 2005 including cost of all materials labour scaffolding and curing usage charges of machinery etc complete as per specifications | Sqm | 1214.4 | 1214.4 | 320.82 | False | None | None | False | None | False | 389603.808 | 0 |
| 2828338 | 91515 | None | code24 | KSRB 8.3 Volume II Page 46 Finishing walls with Acrylic Smooth exterior paint of required shade New work Two coat applied at 1.67 ltr 10 sqm over and including priming coat of exterior primer applied at 2.20 kg 10 sqm with paint of approved quality to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge | Sqm | 191.4 | 191.4 | 7891.4 | False | None | None | False | None | False | 1510413.96 | 0 |
| 2828339 | 91515 | None | code25 | KSRB 4.1 Part II Page 05 Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment creating continuous chemical barrier under and around the column pits walls trenches basement excavation top surface of the plinth filling junction of wall and floor along the external perimeter of building expansion joints over the top surface of consolidated earth on which apron is to be laid surrounding of pipes and conduits with Chlorpyriphos 20perc E.C. Lindane 20perc E.C. at 3.19 l sqm including cost of chemical diluting in water to one percent concentration labour usage charges of machinery complete as per specifications. | Sqm | 129.8 | 129.8 | 204.0 | False | None | None | False | None | False | 26479.2 | 0 |
| 2828340 | 91515 | None | code26 | KSRB 5.1.1 Part II Page 09 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with Cement mortar 1 6 1 cement 6 coarse sand | Cum | 6172.1 | 6172.1 | 76.38 | False | None | None | False | None | False | 471424.998 | 0 |
| 2828341 | 91515 | None | code27 | KPWD S.No 7.38 Providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by Engineer in charge 0.50 mm plus 0.05 perc total coated thickness with zinc coating 120 grams persqmas per IS 277 in 240 mpa steel grade 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in charge. The sheet shall be fixed using self drilling self tapping screws of size 5.5x 55 mm with EPDM seal complete upto any pitch in horizontal vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required. | Sqm | 611.6 | 611.6 | 1424.2 | False | None | None | False | None | False | 871040.72 | 0 |
| 2828342 | 91515 | None | code28 | KSRB 7. 39.1 Part II Page 26 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm plus0.05 perc total coated thickness Zinc coating 120 grams persqmas per IS 277 in 240 mpa steel grade 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling self tapping screws complete. For Ridges plain 500 600mm | Rmtr | 496.1 | 496.1 | 154.8 | False | None | None | False | None | False | 76796.28 | 0 |
| 2828343 | 91515 | None | code29 | KSRB 7. 39.6 Part II Page 27 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm plus0.05 perc total coated thickness Zinc coating 120 grams persqmas per IS 277 in 240 mpa steel grade 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling self tapping screws complete. For Gutter 600 mm over all girth | Rmtr | 1181.4 | 1181.4 | 309.6 | False | None | None | False | None | False | 365761.44 | 0 |
| 2828344 | 91515 | None | code30 | KSRB 8.1.1 Part II Page 41 Providing 12 mm cement plaster with cement mortar 1 4 1 cement 4 fine sand to ceiling including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer in charge. | Sqm | 280.5 | 280.5 | 2243.4 | False | None | None | False | None | False | 629273.7 | 0 |
| 2828345 | 91515 | None | code31 | KSRB 8.1.1 Part II Page 41 Providing 12 mm cement plaster with cement mortar 1 4 1 cement 4 fine sand to ceiling including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer in charge. | Sqm | 283.31 | 283.31 | 172.05 | False | None | None | False | None | False | 48743.4855 | 0 |
| 2828346 | 91515 | None | code32 | KSRB 8.1.2 Part II Providing 12 mm cement plaster rough with cement mortar 1 6 1 cement 6 fine sand including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer in charge. For rough plaster | Sqm | 265.1 | 265.1 | 149.55 | False | None | None | False | None | False | 39645.705 | 0 |
| 2828347 | 91515 | None | code33 | KSRB 8.19.1 Part II Page 44 Providing Flush Ruled pointing on stone work with cement mortar 1 3 1 cement 3 fine sand after raking joints to depth nicely lining including cost of materials labour curing as per specifications and as per directions of Engineer in charge. | Sqm | 280.5 | 280.5 | 165.6 | False | None | None | False | None | False | 46450.8 | 0 |
| 2828348 | 91515 | None | code34 | KSRB 8.2.2 Part II Page 41 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1 6 1 cement 6 fine sand including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer in charge. For Internal wall plaster. | Sqm | 306.9 | 306.9 | 4590.2 | False | None | None | False | None | False | 1408732.38 | 0 |
| 2828349 | 91515 | None | code35 | KSRB 8.33.1 Part II Page 46 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two coats applied on walls at 1.25 ltr 10 m² over and including one coat of Special primer applied at 0.75 ltr 10 m² with paint of approved quality to give an even shade after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer in charge | Sqm | 173.8 | 173.8 | 3377.1 | False | None | None | False | None | False | 586939.98 | 0 |
| 2828350 | 91515 | None | code36 | KSRB 9.3.1 Part II Page 59 Providing Cement plaster skirting thickness upto 15mm and height up to 30 cm height with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement. | Sqm | 530.2 | 530.2 | 122.94 | False | None | None | False | None | False | 65182.788 | 0 |
| 2828351 | 91515 | None | code37 | KSRB 9.12.2 Part II Page 60 Providing and laying vitrified floor tiles of size 600mm x 600mm thickness to be specified by the manufacturer with water absorption less than 0.08perc and conforming to IS 15622 of approved make in all colours and shades laid on 20mm thick cement mortar 1 4 1 cement 4 coarse sand jointing with grey cement slurry at 3.3 kgsqmincluding grouting the joints with white cement and matching pigments etc. complete. | Sqm | 1259.5 | 1259.5 | 287.88 | False | None | None | False | None | False | 362584.86 | 0 |
| 2828352 | 91515 | None | code38 | KSRB 9.24 Part II Page 63 Providing and laying Polished Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1 4 1 cement 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer in Charge.Polished Granite stone slab Black Cherry Red Brown Cat Eye River Pink or equivalent | Sqm | 3137.2 | 3137.2 | 125.22 | False | None | None | False | None | False | 392840.184 | 0 |
| 2828353 | 91515 | None | code39 | KSRB 11.16.2 Part II Page 81 Providing and fixing Steel work in built up tubular round square or rectangular hollow tubes etc. trusses etc. including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials labour usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge | Kgs | 161.7 | 161.7 | 62295.0 | False | None | None | False | None | False | 10073101.5 | 0 |
| 2828354 | 91515 | None | code40 | KSRB 11.34B Part II Page 85 Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings wooden frames with rawl plugs screws etc | Kg | 201.3 | 201.3 | 2588.8 | False | None | None | False | None | False | 521125.44 | 0 |
| 2828355 | 91515 | None | code41 | KSRB 12.13.1 Part II Page 100 Providing Salwood frames of doors windows clerestory windows ventilators and other frames wrought framed or assembled including making plaster groves excluding cost of cement concrete and side clamps but including cost of materials labour usage charges complete as per specifications. | Cum | 108696.5 | 108696.5 | 1.35 | False | None | None | False | None | False | 146740.275 | 0 |
| 2828356 | 91515 | None | code42 | KSRB 12.39 Part III Page 131 Providing 750mm dia Pile foundation ored cast in situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Ref. to MoRTandH Spec. 1100 1600 and 1700 | Rmtr | 9314.8 | 9314.8 | 570.0 | False | None | None | False | None | False | 5309436.0 | 0 |
| 2828357 | 91515 | None | code43 | KSRB 12.54 Part II Page 104 Providing and fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm made out of extruded 5mm rigid PVC foam sheet metered cut at corners and jointed 2 Nos of 150mm long brackets of 15x15mm M.S Square tube the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65 80mm size complete as per manufacturers specification and direction of Engineer in charge | Sqm | 349.8 | 349.8 | 18.9 | False | None | None | False | None | False | 6611.22 | 0 |
| 2828358 | 91515 | None | code44 | KSRB 12.55.1 Part II Page 105 Providing and fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm 19 gauge for stiles and 15x15mm for top and bottom rails covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet and 30x50mm wide to form stiles and 5mm thick and 75mm wide Prelaminated PVC Sheets for top rail lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame Sealed to the stiles and rails with PVC Designer beading on either side and joined together with solvent cement adhesive etc. Complete as per manufacturers specification and direction of Engineer in charge fixed to frames with 3 nos of 75mm Aluminium hinges | Sqm | 2602.6 | 2602.6 | 18.9 | False | None | None | False | None | False | 49189.14 | 0 |
| 2828359 | 91515 | None | code45 | KSRB 12.57.3 Part II Page 105 Providing and fixing flush door shutter 30mm thick both side commercial made out of solid core block board type well seasoned chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per specification | Sqm | 3305.5 | 3305.5 | 71.82 | False | None | None | False | None | False | 237401.01 | 0 |
| 2828360 | 91515 | None | code46 | KSRB 12.84 Part II Page 110 Providing and fixing of 2 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6 PHR with TPE Thermo Plastic Elastomer and lead free gaskets grey color having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass standard hardwareand single point locking system with Crescent Locks. Wall thickness of frame and sash shall be of 2 mm.Maximumpossible size1219mm x 1219mm. The cost is inclusive of all fixtures and separate charges for minor TandPs shall not be made | Sqm | 5525.3 | 5525.3 | 149.04 | False | None | None | False | None | False | 823490.712 | 0 |
| 2828361 | 91515 | None | code47 | KSRB 12.85 Part II Page 109 Providing and fixing of louvered ventilator made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium powder coated in white will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm. The cost is inclusive of all fixtures and separate charges for minor TandPs shall not be made | Sqm | 6290.9 | 6290.9 | 3.24 | False | None | None | False | None | False | 20382.516 | 0 |
| 2828362 | 91515 | None | code48 | KSRB 15.7 Part II Page 134 Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores capillaries and microcracks of the concrete self seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width and resist hydro static pressure upto 16bar for both positive and negative pressure confirming to DIN 1048 part 5 for 56perc reduction in depth of penetration against control resistance to chloride penetration confirming to ASTM C 1202 with 64perc improvement against control and protecting steel re inforcement against corrosion mixed at 1perc by weight of cementitious content in concrete. ie integral crystaline waterproofing admix at 0.5 kg bag of cement. For calculation purpose 320 kg of Cement for M 20 grade of Concrete is considered in the analysis | Sqm | 676.5 | 676.5 | 475.26 | False | None | None | False | None | False | 321513.39 | 0 |
| 2828363 | 91515 | None | code49 | KSRB 3.1 Part III Page 17 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 93.5 | 93.5 | 856.8 | False | None | None | False | None | False | 80110.8 | 0 |
| 2828364 | 91515 | None | code50 | KSRB 3.6 Part III Page 17 Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table No. 300 2 | Cum | 542.3 | 542.3 | 856.8 | False | None | None | False | None | False | 464642.64 | 0 |
| 2828365 | 91515 | None | code51 | KSRB 3.7 Part III Page 17 Loosening leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300 2 for embankment construction. | Cum | 115.5 | 115.5 | 856.8 | False | None | None | False | None | False | 98960.4 | 0 |
| 2828366 | 91515 | None | code52 | KSRB 1.6.1 Part III Page 43 Construction of dry lean cement concrete Sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size of coarse aggregate not exceeding 25 mm aggregate cement ratio not to exceed 15 1 aggregate gradation after blending to be as per table 600 1 cement content not to be less than 150 kg cum optimum moisture content to be determined during trial length construction concrete strength not to be less than 10 Mpa at 7 days mixed in a batching plant transported to site laid with a paver with electronic sensor compacting with 8 10 t vibratory roller finishing and curing. | Cum | 4615.6 | 4615.6 | 856.8 | False | None | None | False | None | False | 3954646.08 | 0 |
| 2828367 | 91515 | None | code53 | KSRB 6.5 Part III Page 44 Construction of Thin white topping with M40 grade plain cement concrete pavement over existing surface with approved grade cement at 420 kg cumand as per IRC SP 76 2015 coarse and fine aggregate conforming to IS 383 2016 maximum size of fine aggregate not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design transported to site laid with paver finisher spread compacted and finished in a continuous operation with Texture Curing Machine including provision of contraction joint joint filler sealant primer joint sealant admixtures as approved curing compound finishingto lines and grades as per drawing. | Cum | 9983.6 | 9983.6 | 856.8 | False | None | None | False | None | False | 8553948.48 | 0 |
| 2828368 | 91515 | None | code54 | KSRB 2.8 Part III Page 8 Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including TandP and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead | Cum | 1324.4 | 1324.4 | 321.0 | False | None | None | False | None | False | 425132.4 | 0 |
| 2828369 | 91515 | None | code55 | KSRB 5 Part III Page 147 Providing to contraction joints polysuphide sealent Pouring grade confirming to BS 5212 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter approx. 25perc larger than the initial 3 mm.to 4 mm. joint overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. A Contraction and longitudinal joints 15 mm. deep x 8 mm.wide. | Rmtr | 181.5 | 181.5 | 2100.0 | False | None | None | False | None | False | 381150.0 | 0 |
| 2828370 | 91515 | None | code56 | DSR Vol II 2023 20.1.1 Providing driving with hydraulic piling rigs with power units and installing driven cast in situ reinforced cement concrete piles of rade M25 of specified diameter and length below the pile cap to carry safe working load not less than specified excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. Length of pile for payment shall be measured from top of shoe to the bottom of pile cap | m | 2767.0 | 2767.0 | 9990.0 | False | None | None | False | None | False | 27642330.0 | 0 |
| 2828371 | 91515 | None | code57 | Public Health Engineering Items for individual station | Each | 2070029.64 | 2070029.64 | 3.0 | False | None | None | False | None | False | 6210088.92 | 0 |
| 2828372 | 91515 | None | code58 | MR Disposal of excess earth outside the site or inside the site as directed by the Engineer In Charge by lorry or by other means including loading and unloading charges including all lead and lift charges etc. complete. The tenderer should inspect the site and ascertain the place of disposal before quoting the rate. No extra lead charges will be considered after the tender is accepted. The measurements of this item will be on the basis of theoretical calculations of earth work excavated deducting back filling quantity. No extra will be given for bulkage no lorry measurements will be accepted. | Cum | 635.0 | 635.0 | 1496.1 | False | None | None | False | None | False | 950023.5 | 0 |
| 2828373 | 91515 | None | code59 | MR Providing and fiximg designer M.S. Gate using M.S. steel members straight bent to shape as per approved drawing and deisgn. The gate shall be fixied using heavy duty ball bearing. One coat of metal primer shall be applied to the gate. The gate shall be finished neatly with all edges granding etc. complete as directed by the Engineer In Charge. The rate shall be including cost of material labour fabrication fixing in position lead lift curing etc. complete. | Kgs | 7500.0 | 7500.0 | 121.86 | False | None | None | False | None | False | 913950.0 | 0 |
| 2828374 | 91515 | None | code60 | MR Providing and laying in position plain cement concrete of mix 1 2 4 M15 Grade with OPC at 300 Kgs with 20mm and down size graded granite metal coarse aggregate at 0.69 cum and fine aggregates at 0.43 cum machine mixed concrete laid in layers not exceeding 15cm thick well compacted in foundation plinth and cills including cost of all materials labour HOM curing complete as per specifications. | Cum | 8200.0 | 8200.0 | 42.63 | False | None | None | False | None | False | 349566.0 | 0 |
| 2828375 | 91515 | None | code61 | MR Providing And Filling of earth using approved new earth in sides of foundation upto plinth brought from outside laid in layers not exceeding 20Cms in depth compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications. The proctor density test to be done for the compaction as per IS standards and test certificate to be provided at the cost of contractor. | Cum | 1150.0 | 1150.0 | 455.7 | False | None | None | False | None | False | 524055.0 | 0 |
| 2828376 | 91515 | None | code62 | MR Providing and filling in foundation with granite trap broken metal 100mm and down size with approved sand including hand packing ramming watering including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2250.0 | 2250.0 | 352.98 | False | None | None | False | None | False | 794205.0 | 0 |
| 2828377 | 91515 | None | code63 | MR Providing and laying in position Plain cement concrete of design mix M15 with OPC at 27.20Kgs with 12mm and down size graded granite metal coarse aggregate at 0.05865 cum and fine aggregates at 0.0391 cum with plasticisers at 0.225 liter machine mixed well compacted for Screed concrete of 8.5cm average thickness including cost of all materials labour HOM finishing curing complete but excluding cost of reinforcement as per specifications. | Cum | 8500.0 | 8500.0 | 32.22 | False | None | None | False | None | False | 273870.0 | 0 |
| 2828378 | 91515 | None | code64 | MR Providing and applying water proof plaster using cement mortar 1 6 12mm thick mixed with waterproof compound of Fosroc make or any other approved equivalent make with dosage 100 to 150ml per bag of cement finished with sponge including lead lift curing etc. complete as per specification. | Sqm | 485.0 | 485.0 | 475.26 | False | None | None | False | None | False | 230501.1 | 0 |
| 2828379 | 91515 | None | code65 | MR Providing and fixing anti skid ceramic tiles flooring using tile of approved colour shade and size laid in cement mortar 1 3 on top of roof or on existing bed and pointed with white cement 1 4 mixed with colour oxide to match the colour of the tiles or with jointing powder finishing nicely as per directions including cost of material lead lift labour curing acid wash etc. complete as per specification and as directed by engineer in charge. The tiles are to be laid in the pattern given in the drawing and to be covered with polyurethene cover and POP. The basic rate of tiles shall be as specified in the tender. No extra claim towards the wastages shall be allowed. | Sqm | 1450.0 | 1450.0 | 14.01 | False | None | None | False | None | False | 20314.5 | 0 |
| 2828380 | 91515 | None | code66 | MR Providing and laying ceramic glazed tiles dadooing using tile of approved colour shade and size set in cement mortar 1 3 and pointed with cement mortar 1 3 mixed with colour oxide to match the colour of the tiles or with jointing powder and finished nicely all as per the directions including cost of material lead lift labour curing acid wash etc. complete as per specification and as directed by engineer in charge. The tiles shall be laid in the pattern given in the drawings. The basic rate of tiles shall be as specified in the tender. No extra shall be given towards the wastages. | Sqm | 1500.0 | 1500.0 | 149.55 | False | None | None | False | None | False | 224325.0 | 0 |
| 2828381 | 91515 | None | code67 | MR Providing and laying 100mm thick pre cast cover slabs over drains and Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm 3ply wired steel at 2.00 kg sqm slabs jointed in CM 1 3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour materials scaffolding usage of machinery curing lead and lift charges etc Complete | Sqm | 550.0 | 550.0 | 1108.8 | False | None | None | False | None | False | 609840.0 | 0 |
| 2828382 | 91515 | None | code68 | MR Vacuum de watering with vacuum pump and suction mat and compaction with skin floater clubbed with floating disc including cost of generator HOM of machinery screed vibratory power floater blade and disc etc. with all lead and lift. | Sqm | 110.0 | 110.0 | 1209.6 | False | None | None | False | None | False | 133056.0 | 0 |
| 2828383 | 91515 | None | code69 | MR Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as directed by Engineer in charge. | Kgs | 5.0 | 5.0 | 61920.0 | False | None | None | False | None | False | 309600.0 | 0 |
| 2828384 | 91515 | None | code70 | MR Providing and fixing in position 80mm thick stone slab with necessary dressing cutting to size interlocking overlapping as per specification. The rate shall be including cost of all material labour transportation lead lift etc complete. | Sqm | 4500.0 | 4500.0 | 45.63 | False | None | None | False | None | False | 205335.0 | 0 |
| 2828385 | 91515 | None | code71 | Electrical Works for individual station | Each | 2070029.64 | 2070029.64 | 3.0 | False | None | None | False | None | False | 6210088.92 | 0 |